Widening and strengthening work of Bahraich-Faizabad-Azamgarh (SH-30) from Ch. 0.000 to 10.00, Ch. 29.000 to 36.000 and 37.000 to 39.000 under Rajya Yoaja in Financial Year - 2024-25 at District Bahraich.(05 years Maintenance)

Amount

Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC Cement + 3.50% Emulsion in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Box Culvert (6x4.00 Mtr. 7 Cell & 3x3.00 Mtr. 3 Cell)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.[as per MORT&H- 304 Sl 12.1

Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[As per MORTH-1500, 1700, 2100,Sl 12.8] PCC Grade M15 (40 mm below)

750 mm thick stone flexible appron as per DRG.No. SD/111(Sheet 4 of 4)

Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[As per MORTH-1500, 1700, 2100,Sl 12.8] PCC Grade M-20

Furnishing & Placing Reinforcement concrete in super structure as per Drg. & MORTH technical specification CL.1500,1600 & 1700 Sr. No.14.1 (M25)

P/F 100 mm dia drainage spout MS pipe including pipe cast of material,Labour & T & P in Deck Slab as per DRG.No. SD/115(Sheet 3 of 4)

P/F 80 mm dia weep holes in Wing Wall/Abutment in slop 1:20 as per DRG.No. SD/113(Sheet 1 of 6)

P/L of cement concrete wearing coat M30 grade including reinforcement complete as per drawing and MORTH ,Technical Specification clause no. 2702 Sr. No. 14.4

Providing laying and packing with GSB as filter materials behind Box Walls and Wing Walls. Including supply of all materials , labour T&P etc.

Supplying, fitting and placing HYSD bar reinforcement(Fe 415) in substructure complete as per MORTH technical specification CL. 1600 Sr. 14.2

Providing & laying 80mm thick joint fills (sholitax board) in expension joint complete with all labour & T&P etc. as per direction of E/I.

Box Culvert (3x3.00 Mtr. 1 Cell)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.[as per MORT&H- 304 Sl 12.1

Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[As per MORTH-1500, 1700, 2100,Sl 12.8] PCC Grade M15 (40 mm below)

150 mm thick flat stone appron in embedded in 300 mm thick concrete (M15)

750 mm thick stone flexible appron as per DRG.No. SD/111(Sheet 4 of 4)

Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[As per MORTH-1500, 1700, 2100,Sl 12.8] PCC Grade M-20

Furnishing & Placing Reinforcement concrete in super structure as per Drg. & MORTH technical specification CL.1500,1600 & 1700 Sr. No.14.1 (M25)

P/F 100 mm dia drainage spout MS pipe including pipe cast of material,Labour & T & P in Deck Slab as per DRG.No. SD/115(Sheet 3 of 4)

P/F 80 mm dia weep holes in Wing Wall in slope 1:20 as per DRG.No. SD/113(Sheet 1 of 6)

P/L of cement concrete wearing coat M30 grade including reinforcement complete as per drawing and MORTH ,Technical Specification clause no. 2702 Sr. No. 14.4

Providing laying and packing brick bats as filter materials behind Box Walls and Wing Walls. Including supply of all materials , labour T&P etc.

Supplying, fitting and placing HYSD bar reinforcement(Fe 415) in substructure complete as per MORTH technical specification CL. 1600 Sr. 14.2

Providing and laying pitching on slope laid over prepared filter media as per drawing & technical specification clause 2505 Sl 15.4

Providing & laying 80mm thick joint fills (sholitax board) in expension joint complete with all labour & T&P etc. as per direction of E/I.

Dewatering of executed sites of works and keeping it water continously free from excavationof foundation concreting,B/W i/cboring up to 4.50 m depth hirecharges of diesel pumping sets sets of 10 H.P.(Water Pump) & operator the maintenance, repair and operation during de- watering works i/c all materials, labour T&P etc.keeping extra diesel pumping sets as stand by arrangementsfor proper completion of work at site asper direction of E/I

SHIV CONSTRUCTION (BID ID -4846836)